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

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

• 2. [Image] Water allocation in the Klamath Reclamation Project, 2001 : an assessment of natural resource, economic, social, and institutional issues with a focus on the Upper Klamath Basin

  	"Reprinted May 2003."; Includes bibliographical references; Also available at http://eesc.oregonstate.edu/agcomwebfile/edmat/html/sr/sr1037/sr1037.html
  	Citation × Citation Citation Abstract Copy Title: Water allocation in the Klamath Reclamation Project, 2001 : an assessment of natural resource, economic, social, and institutional issues with a focus on the Upper Klamath Basin Author: Braunworth, William S. Year: 2003, 2004 "Reprinted May 2003."; Includes bibliographical references; Also available at http://eesc.oregonstate.edu/agcomwebfile/edmat/html/sr/sr1037/sr1037.html Title: Water allocation in the Klamath Reclamation Project, 2001 : an assessment of natural resource, economic, social, and institutional issues with a focus on the Upper Klamath Basin Author: Braunworth, William S. Year: 2003, 2004 "Reprinted May 2003."; Includes bibliographical references; Also available at http://eesc.oregonstate.edu/agcomwebfile/edmat/html/sr/sr1037/sr1037.html Close

• 3. [Image] Undepleted natural flow of the upper Klamath River : natural inflow to, natural losses from, and natural outfall of Upper Klamath Lake to the Link River and of Lower Klamath Lake to the Klamath River at Keno

  	A monthly natural flow history was determined for the 1949 to 2000 period at the Keno gage of the Upper Klamath River basin in south-central Oregon. Included within the evaluation is an assessment of natural ...
  	Citation × Citation Citation Abstract Copy Title: Undepleted natural flow of the upper Klamath River : natural inflow to, natural losses from, and natural outfall of Upper Klamath Lake to the Link River and of Lower Klamath Lake to the Klamath River at Keno Author: United States. Bureau of Reclamation. Denver Office. Technical Service Center Year: 2005, 2004 A monthly natural flow history was determined for the 1949 to 2000 period at the Keno gage of the Upper Klamath River basin in south-central Oregon. Included within the evaluation is an assessment of natural flows for the same period at the outfall of Upper Klamath Lake, which forms the head of the Link River at Klamath Falls, Oregon. Flow past the Link River gage is tributary to the Klamath River above Lower Klamath Lake. These natural flows were determined using standard and accepted methods. Records used in developing this analysis were derived from stream-gaging records and from climatic records for stations within and adjacent to the study area. Information was also obtained from published maps and reports, and file documents of the Klamath Area Office. Currently, received comments are being addressed and evaluation of elements related to these comments is in progress. The objective of this report is to provide a representative estimate of the monthly natural flow of the Upper Klamath River. Such an estimate is of the natural flow that would typically have occurred without the water-resources developments in the Upper Klamath Basin. A water-budget assessment was used in the determination of the natural flows. The assessment includes results from an evaluation of present-day irrigation depletions, and losses from reclaimed marshland, that have changed the natural inflow to, and resulting natural outfall from, Upper Klamath Lake. Also evaluated were losses to the natural inflow that would have been incurred due to pre-development marshland and evaporation associated with Upper Klamath Lake. The natural outfall from the lake comprised the natural flow of the Link River at Klamath Falls and also the consequent natural inflow to Lower Klamath Lake. Therefore, a similar evaluation was also completed for Lower Klamath Lake to estimate the natural flow of the Klamath River at Keno. The water-budget assessment was designed to simulate each lake as a natural water body within a stream-connected two-lake system. Much of the assessment was completed using Excel. Title: Undepleted natural flow of the upper Klamath River : natural inflow to, natural losses from, and natural outfall of Upper Klamath Lake to the Link River and of Lower Klamath Lake to the Klamath River at Keno Author: United States. Bureau of Reclamation. Denver Office. Technical Service Center Year: 2005, 2004 A monthly natural flow history was determined for the 1949 to 2000 period at the Keno gage of the Upper Klamath River basin in south-central Oregon. Included within the evaluation is an assessment of natural flows for the same period at the outfall of Upper Klamath Lake, which forms the head of the Link River at Klamath Falls, Oregon. Flow past the Link River gage is tributary to the Klamath River above Lower Klamath Lake. These natural flows were determined using standard and accepted methods. Records used in developing this analysis were derived from stream-gaging records and from climatic records for stations within and adjacent to the study area. Information was also obtained from published maps and reports, and file documents of the Klamath Area Office. Currently, received comments are being addressed and evaluation of elements related to these comments is in progress. The objective of this report is to provide a representative estimate of the monthly natural flow of the Upper Klamath River. Such an estimate is of the natural flow that would typically have occurred without the water-resources developments in the Upper Klamath Basin. A water-budget assessment was used in the determination of the natural flows. The assessment includes results from an evaluation of present-day irrigation depletions, and losses from reclaimed marshland, that have changed the natural inflow to, and resulting natural outfall from, Upper Klamath Lake. Also evaluated were losses to the natural inflow that would have been incurred due to pre-development marshland and evaporation associated with Upper Klamath Lake. The natural outfall from the lake comprised the natural flow of the Link River at Klamath Falls and also the consequent natural inflow to Lower Klamath Lake. Therefore, a similar evaluation was also completed for Lower Klamath Lake to estimate the natural flow of the Klamath River at Keno. The water-budget assessment was designed to simulate each lake as a natural water body within a stream-connected two-lake system. Much of the assessment was completed using Excel. Close

• 4. [Image] Klamath Federal Reclamation Project : Oregon-California

  	- 7' -, > \ UNITED STATES DEPARTMENT OF THE INTERIOR B U R E A U O F R E C L A M A T I O N U N I T E D S T A T E S G O V E R N M E N T P R I N T I N G O F F I C E W A S H I N G T O N : 1936 FEDERAL RECLAMATION ...
  	Citation × Citation Citation Abstract Copy Title: Klamath Federal Reclamation Project : Oregon-California Author: United States. Bureau of Reclamation Year: 1936, 2005 - 7' -, > \ UNITED STATES DEPARTMENT OF THE INTERIOR B U R E A U O F R E C L A M A T I O N U N I T E D S T A T E S G O V E R N M E N T P R I N T I N G O F F I C E W A S H I N G T O N : 1936 FEDERAL RECLAMATION PROJECT OREGON - CALIFORNIA n )> >> GENERAL STATEMENT THEKla m- ath reclamation project comprises practically all of the agricultural land in the Klamath Basin, except a small area adjacent to Upper Klamath Lake, and is situated in southern Oregon and northern California. The extent of the area irrigated, or that may be irrigated by reason of Bureau of Reclamation activities, is approxi-mately 140,000 acres. This includes about 20,000 acres suitable only for pasture and approximately 12,000 acres of good land in the Tule Lake division not yet opened for settlement. Within the older developed sections of the project the soil is mostly of a sandy loam . type that is particularly suitable for growing potatoes and summer vegetables as well as all of the ordinary crops that thrive in a cool, tem-perate climate. The price of this type of land ranges from $ 100 to $ 200 per acre. The water- right cost, which origi- Klamath Falls, Oregon, the prolect office headquarters nally was about $ 55 per acre, is approximately half paid up. The balance has an average of about 25 years to run without interest. Operation and maintenance costs usually run about $ 1.25 an acre per annum. I R R I G A B L E L A N D S The Tule Lake division of the project, which will eventually comprise about 32,000 acres of agricultural land and about 5,000 acres of thin soil land good only for pasture, carries a construction charge of $ 88.35, with 40 years in A! Klamath : desert. Looking~ southwest up Lan Valley from a point 4 miles west of Lorella, Ore which to pay without interest. No payments have been required to date, but the Secretary of the Interior will soon issue public notice announcing the commencement of pay-ments, which will be approximately $ 2.20 per acre each year. In addition to the construction charge, there is an operation and maintenance charge which will probably run between $ 1.50 and $ 2 un acre a year. These lands are of lacustrian origin and are very fertile. They are particularly adapted to the growth of small grains, alfalfa, and pasture grasses. Patented land in this division sells for $ 50 to $ 100 per acre. Patented lands in private ownership, where of goc; d quality, well improved and conveniently situated, can be purchased for from $ 150 to $ 200 per acre. Good lands not so well improved nor so desirably located sell at around $ 100 per acre. There is very little undeveloped, privately owned good land on the project. Small tracts of 5, 10, or 20 acres, located along paved highways and within 6 to 8 miles of Klamath Falls, are obtainable at from $ 200 to $ 400 per acre. W A T E R S U P P L Y The Klamath project is ! ortunate in having an abundant water supply for all lands susceptible of irrigation. The map on the inside of the back cover page shows the location of the three reservoirs and their immediate proximity to the lands they serve. The irrigable project lands lie between elevations of 4,035 and 4,070 feet above sea level and occupy the Klamath Basin and the Valley of Lost River, situated in south central Oregon and north central California, about 150 miles east of the Pacific coast. The average annual pre-cipitation is 12.51 inches. SCHOOLS Klamath County schools are run on the county unit basis Public School in Klamath Falls and are fully up to standard. Busses run at county expense transport rural children to and from school, and there is no lost time on account of bad weather. Within the county there are 9,242 children of school age, 4,107 of these within the city of Klamath Falls. The high school enrollment for Klamath Falls is 1,156, and for the remainder of the county is 459. There are 9 high schools in the county that employ 62 teachers. The grade schools employ 185 teachers, of whom' 76 are in the city of Klamath Falls. : let of concrete flume, Canal C, of the main project structures R E C R E A T I O N No part of the United States affords more interesting and attractive recreational areas than are found near at hand and in all directions from the Klamath project. From 1 to 2 hours in any kind of an automobile is sufficient to land one on the banks of a cold mountain stream inhabited by many wary trout or alongside the shores of any one of a half dozen crystal lakes, where boating and bathing may be enjoyed to the full. Some of the lakes that are conven-iently located with reference to the project, and where many summer camps as well as extensive hotel and camp accommodations already exist, are Upper Klamath Lake, Lake of the Woods, Crater Lake, Diamond Lake, Crescent I., ake, Ode11 Lake, and Paulina Lake. The most distant of the lot, Paulina Lake, can be reached in 3 hours' driving from Klamath Falls. Some of the important recreational areas lying in convenient distances from the project are shown in the ilh~ strationsa ccompanying this chapter. The principal water supply is in Upper Klamath Lake, where regulation provides a possible storage of about 524,800 acre- feet, and this with the natural inflow insures the lands served from this source an adequate water supply at all times. Under the terms of the contract dated February 24, 1917, between the United States and the California- Oregon Power Co., the power company was given the right to regulate the outflow of Upper Klamath Lake, subject to existing rights and the prior rights of the Klamath project for water for irrigation. To regulate the outflow, the company, in 1921, constructed the Link River Dam at a cost of about $ 310,000. Storage for the lands on the west side of Langell Valley and a portion of the lands in the Horsefly irrigation district is provided by Clear Lake Reservoir. This reservoir, lying just across the line in California, is the source of Lost River and has a total capacity of 454,000 acre- feet, most of which was made available during 1931 by the construction of a channel from the outlet works to the deeper portion of the reservoir, a distance of about 6 miles. The reservoir is also used for flood storage for the protection of lands in the Tule Lake division. Gerber Reservoir, on Miller Creek, a tributary of Lost River, has a storage capacity of 94,000 acre- feet and fur-nishes a water supply for the lands on the east side of Lost River in the Langell Valley division. This reservoir also provides for the storage of flood water for the protection of lands in the Tule Lake division. Water from Upper Klamath Lake is diverted to the main or " A" canal from the east side of Link River, the outlet of the lake, several hundred feet below the lake and a few I I / Klamath River near Klamath Falls k River diversion dam Alfalfa field near Malin, Oreg. Two cuttings are grown, which yield 2- 4 tons per acre on the older project lands, and 3- 6 in Tule Lake section hundred feet above Link River Dam. Water for all lands in the main and pumping divisions and for a portion of the lands in the Tule Lake division are diverted through the " A" canal. Additional water for the lands in the Tule Lake division is diverted from the Klamath River, through the Lost River diversion channel ( reversing the direction of flow), and spilled into Lost River, frcm which it is diverted to the " J" canal at a point about 3 miles southeasterly from Merrill, Oreg. At this point the river level is raised about 12 feet by means of the lower Lost River diversion dam, a concrete structure of the Ambursen type, with a crest length of 204 feet. The Lost River diversion channel leads off from Lost River at a point about 10 miles southeast of Klamath Falls, Oreg., immediately above a hollow U- shaped concrete dam which raises the river level about 23 feet. Prior to the Irrigating a 65- acre field of potatoes; showing application of m irrigation season the flow of Lost River is diverted to the Klamath River and wasted; however, after the spring flood flow of Lost River has passed and water for irrigation in the Tule Lake division is required, the flow of Lost River is ~ assed through the dam and down to the " J" canal. This flow is augmented, when demand is heavy, from Klamath River as indicated ahve. Lands on the east side of Langell Valley division are served by the north canal, which diverts water from Miller Creek at the Miller Creek Dam, located about 6 miles below Gerber Dam. At this point the water surface in Miller Creek is raised by placing flashboards against wooden trestles, the grade of the canal and that of the stream being substan-tially the same elevation. The lands on the west side of Lost River in the Langell Valley division are served by the West Canal, which diverts water from Lost River at the Malone Dam, located about 42 miles southeasterly from Klamath Falls, Oreg. At this point the level of Lost River is raised about 18 feet by means of an earth diversion dam. Clear Lake Reservoir provides storage for the West Canal. TOWNS Klamath Falls, Merrill, Malin, and Bonanza are project towns, the first named being the principal city in southern, Oregon east of the Cascades. It has a population of approximately 16,000 and is the distributing center for a large territory. Klamath County has a population of 32,400, one- half residing in the city of Klamath Falls and perhaps 4,000 more in suburban districts only a few miles away. Merrill and Malin are small towns within the irrigated area with populations of six or seven hundred each. In Klamath Basin are some 1,800 farms and approximately as many farm families. LUMBERING Approximately 30 mills and box factories are in operation, this district being the largest manufacturing center of box shook in the United States. The Klamath district contains the heaviest stand of yellow pine left in the United States. Throughout the spring, summer, and fall all lumber com-panies maintain large pay rolls both in the plants and in the lumber camps. Lumber contributes greatly to the heavy traffic originating at K! amath Falls, making this city the second largest shipping point in Oregon. The majority of the mills and box factories are located in or near Klamath Falls. T R A N S P O R T A T I O N Two main- line railways, the Southern Pacific and Great Northern, enter Klamath Falls and traverse the project throughout its longest dimension. Hard- surfaced highways radiate from Klamath Falls in all directions, connecting with Portland, Sun Francisco, and Salt Lake. These high-ways supplemented by county market roads penetrate all sections of the project, with the result that few farms are more than a mile from a hard- surfaced outlet. CLIMATE The Klamath Basin has a remarkably pleasant and healthful climate. Winters are not cold, and summers are not hot. Precipitation, which amounts to about 12): inches a year on the average, falls mainly from November to April. Late and early frosts are to be expected, and occasionally light frosts occur even in the summer months. me on the Main division of the project A G R I C U L T U R E The principal crops grown are potatoes, alfalfa, small grains, and vegetables. The yield of small grains in the Tule Lake area is unusually high. Oats frequently make 100 bushels per acre; barley runs from 60 to 80; and any good wheat field will thresh out more than 40 bushels per acre. Potatoes, when conditions are right, are par excelience the big money crop. A good yield of tubers is considered to be around 150 sacks of U. S. No. 1' s per acre, and every year a few fields are reported with yields of double that amount. The price for potatoes is unstable, depending on the market demand, and ranges from about 50 cents to $ 1.50 a sack. The quality of Klamath potatoes on the Sun Francisco market is recognized as the best, and the price usually ranges from 10 to 20 cents a sack higher than is paid for Washington and Idaho production. Flock of 6,000 turkeys being fattened for market L I V E S T O C K Cattle. On account of its geographical location, sur-rounded as it is with immense areas of sagebrush plateaus and forest ranges, the Klamath project is, and probably always will be, essentially a stock country. Its cheap forage, abundant water and mild winters offer ideal con-ditions for the wintering of range stock and the fattening of mature animals for market. Favorable feeding- in- transit rates for both grass and feed lot cattle have resulted in the fattening, locally, of thousands of range and outside cattle. The beef industry alone returns approximately $ 900,000 annually. There are several killing and manu-facturing plants located in Klamath Falls. Sheep. Approxinately 150,000 ewes are maintained in the Klamafh Basin with an average annual output of about three- quarters of a million dollars. From 75,000 to 100,000~ lambs~ afraet tened for market each year on the project. Sun Francisco js the principal market. licken ranch. The production of eggs chickens is an important industry A project Holstein dairy her Dairying. The dairying industry is increasing steadily on the project. There are now about 8,000 milk cows in the district. Klamath Falls, with its large industrial popu-lation, furnishes a good market for milk, butter, and cheese. Two local cooperative cheese manufacturing plants and four privately owned creameries operate in the district. The value of the dairy industry is approximately $ 600,000 annually. Local dairy prices for butterfat are maintained at l> e to 2 cents above the State average cwing to the favored position of the project-- half- way between Portland and Sun Francisco. This district offers many opportunities for increased dairying production, as costs are compara-tively low and climatic conditions are favorable. Ewes and lambs on Tule Lake leased lands OREGON - CALIFORNIA MAP NO. 27606 Scale of Miles 1 -- 0 1 2- 3 4 6 1 Title: Klamath Federal Reclamation Project : Oregon-California Author: United States. Bureau of Reclamation Year: 1936, 2005 - 7' -, > \ UNITED STATES DEPARTMENT OF THE INTERIOR B U R E A U O F R E C L A M A T I O N U N I T E D S T A T E S G O V E R N M E N T P R I N T I N G O F F I C E W A S H I N G T O N : 1936 FEDERAL RECLAMATION PROJECT OREGON - CALIFORNIA n )> >> GENERAL STATEMENT THEKla m- ath reclamation project comprises practically all of the agricultural land in the Klamath Basin, except a small area adjacent to Upper Klamath Lake, and is situated in southern Oregon and northern California. The extent of the area irrigated, or that may be irrigated by reason of Bureau of Reclamation activities, is approxi-mately 140,000 acres. This includes about 20,000 acres suitable only for pasture and approximately 12,000 acres of good land in the Tule Lake division not yet opened for settlement. Within the older developed sections of the project the soil is mostly of a sandy loam . type that is particularly suitable for growing potatoes and summer vegetables as well as all of the ordinary crops that thrive in a cool, tem-perate climate. The price of this type of land ranges from $ 100 to $ 200 per acre. The water- right cost, which origi- Klamath Falls, Oregon, the prolect office headquarters nally was about $ 55 per acre, is approximately half paid up. The balance has an average of about 25 years to run without interest. Operation and maintenance costs usually run about $ 1.25 an acre per annum. I R R I G A B L E L A N D S The Tule Lake division of the project, which will eventually comprise about 32,000 acres of agricultural land and about 5,000 acres of thin soil land good only for pasture, carries a construction charge of $ 88.35, with 40 years in A! Klamath : desert. Looking~ southwest up Lan Valley from a point 4 miles west of Lorella, Ore which to pay without interest. No payments have been required to date, but the Secretary of the Interior will soon issue public notice announcing the commencement of pay-ments, which will be approximately $ 2.20 per acre each year. In addition to the construction charge, there is an operation and maintenance charge which will probably run between $ 1.50 and $ 2 un acre a year. These lands are of lacustrian origin and are very fertile. They are particularly adapted to the growth of small grains, alfalfa, and pasture grasses. Patented land in this division sells for $ 50 to $ 100 per acre. Patented lands in private ownership, where of goc; d quality, well improved and conveniently situated, can be purchased for from $ 150 to $ 200 per acre. Good lands not so well improved nor so desirably located sell at around $ 100 per acre. There is very little undeveloped, privately owned good land on the project. Small tracts of 5, 10, or 20 acres, located along paved highways and within 6 to 8 miles of Klamath Falls, are obtainable at from $ 200 to $ 400 per acre. W A T E R S U P P L Y The Klamath project is ! ortunate in having an abundant water supply for all lands susceptible of irrigation. The map on the inside of the back cover page shows the location of the three reservoirs and their immediate proximity to the lands they serve. The irrigable project lands lie between elevations of 4,035 and 4,070 feet above sea level and occupy the Klamath Basin and the Valley of Lost River, situated in south central Oregon and north central California, about 150 miles east of the Pacific coast. The average annual pre-cipitation is 12.51 inches. SCHOOLS Klamath County schools are run on the county unit basis Public School in Klamath Falls and are fully up to standard. Busses run at county expense transport rural children to and from school, and there is no lost time on account of bad weather. Within the county there are 9,242 children of school age, 4,107 of these within the city of Klamath Falls. The high school enrollment for Klamath Falls is 1,156, and for the remainder of the county is 459. There are 9 high schools in the county that employ 62 teachers. The grade schools employ 185 teachers, of whom' 76 are in the city of Klamath Falls. : let of concrete flume, Canal C, of the main project structures R E C R E A T I O N No part of the United States affords more interesting and attractive recreational areas than are found near at hand and in all directions from the Klamath project. From 1 to 2 hours in any kind of an automobile is sufficient to land one on the banks of a cold mountain stream inhabited by many wary trout or alongside the shores of any one of a half dozen crystal lakes, where boating and bathing may be enjoyed to the full. Some of the lakes that are conven-iently located with reference to the project, and where many summer camps as well as extensive hotel and camp accommodations already exist, are Upper Klamath Lake, Lake of the Woods, Crater Lake, Diamond Lake, Crescent I., ake, Ode11 Lake, and Paulina Lake. The most distant of the lot, Paulina Lake, can be reached in 3 hours' driving from Klamath Falls. Some of the important recreational areas lying in convenient distances from the project are shown in the ilh~ strationsa ccompanying this chapter. The principal water supply is in Upper Klamath Lake, where regulation provides a possible storage of about 524,800 acre- feet, and this with the natural inflow insures the lands served from this source an adequate water supply at all times. Under the terms of the contract dated February 24, 1917, between the United States and the California- Oregon Power Co., the power company was given the right to regulate the outflow of Upper Klamath Lake, subject to existing rights and the prior rights of the Klamath project for water for irrigation. To regulate the outflow, the company, in 1921, constructed the Link River Dam at a cost of about $ 310,000. Storage for the lands on the west side of Langell Valley and a portion of the lands in the Horsefly irrigation district is provided by Clear Lake Reservoir. This reservoir, lying just across the line in California, is the source of Lost River and has a total capacity of 454,000 acre- feet, most of which was made available during 1931 by the construction of a channel from the outlet works to the deeper portion of the reservoir, a distance of about 6 miles. The reservoir is also used for flood storage for the protection of lands in the Tule Lake division. Gerber Reservoir, on Miller Creek, a tributary of Lost River, has a storage capacity of 94,000 acre- feet and fur-nishes a water supply for the lands on the east side of Lost River in the Langell Valley division. This reservoir also provides for the storage of flood water for the protection of lands in the Tule Lake division. Water from Upper Klamath Lake is diverted to the main or " A" canal from the east side of Link River, the outlet of the lake, several hundred feet below the lake and a few I I / Klamath River near Klamath Falls k River diversion dam Alfalfa field near Malin, Oreg. Two cuttings are grown, which yield 2- 4 tons per acre on the older project lands, and 3- 6 in Tule Lake section hundred feet above Link River Dam. Water for all lands in the main and pumping divisions and for a portion of the lands in the Tule Lake division are diverted through the " A" canal. Additional water for the lands in the Tule Lake division is diverted from the Klamath River, through the Lost River diversion channel ( reversing the direction of flow), and spilled into Lost River, frcm which it is diverted to the " J" canal at a point about 3 miles southeasterly from Merrill, Oreg. At this point the river level is raised about 12 feet by means of the lower Lost River diversion dam, a concrete structure of the Ambursen type, with a crest length of 204 feet. The Lost River diversion channel leads off from Lost River at a point about 10 miles southeast of Klamath Falls, Oreg., immediately above a hollow U- shaped concrete dam which raises the river level about 23 feet. Prior to the Irrigating a 65- acre field of potatoes; showing application of m irrigation season the flow of Lost River is diverted to the Klamath River and wasted; however, after the spring flood flow of Lost River has passed and water for irrigation in the Tule Lake division is required, the flow of Lost River is ~ assed through the dam and down to the " J" canal. This flow is augmented, when demand is heavy, from Klamath River as indicated ahve. Lands on the east side of Langell Valley division are served by the north canal, which diverts water from Miller Creek at the Miller Creek Dam, located about 6 miles below Gerber Dam. At this point the water surface in Miller Creek is raised by placing flashboards against wooden trestles, the grade of the canal and that of the stream being substan-tially the same elevation. The lands on the west side of Lost River in the Langell Valley division are served by the West Canal, which diverts water from Lost River at the Malone Dam, located about 42 miles southeasterly from Klamath Falls, Oreg. At this point the level of Lost River is raised about 18 feet by means of an earth diversion dam. Clear Lake Reservoir provides storage for the West Canal. TOWNS Klamath Falls, Merrill, Malin, and Bonanza are project towns, the first named being the principal city in southern, Oregon east of the Cascades. It has a population of approximately 16,000 and is the distributing center for a large territory. Klamath County has a population of 32,400, one- half residing in the city of Klamath Falls and perhaps 4,000 more in suburban districts only a few miles away. Merrill and Malin are small towns within the irrigated area with populations of six or seven hundred each. In Klamath Basin are some 1,800 farms and approximately as many farm families. LUMBERING Approximately 30 mills and box factories are in operation, this district being the largest manufacturing center of box shook in the United States. The Klamath district contains the heaviest stand of yellow pine left in the United States. Throughout the spring, summer, and fall all lumber com-panies maintain large pay rolls both in the plants and in the lumber camps. Lumber contributes greatly to the heavy traffic originating at K! amath Falls, making this city the second largest shipping point in Oregon. The majority of the mills and box factories are located in or near Klamath Falls. T R A N S P O R T A T I O N Two main- line railways, the Southern Pacific and Great Northern, enter Klamath Falls and traverse the project throughout its longest dimension. Hard- surfaced highways radiate from Klamath Falls in all directions, connecting with Portland, Sun Francisco, and Salt Lake. These high-ways supplemented by county market roads penetrate all sections of the project, with the result that few farms are more than a mile from a hard- surfaced outlet. CLIMATE The Klamath Basin has a remarkably pleasant and healthful climate. Winters are not cold, and summers are not hot. Precipitation, which amounts to about 12): inches a year on the average, falls mainly from November to April. Late and early frosts are to be expected, and occasionally light frosts occur even in the summer months. me on the Main division of the project A G R I C U L T U R E The principal crops grown are potatoes, alfalfa, small grains, and vegetables. The yield of small grains in the Tule Lake area is unusually high. Oats frequently make 100 bushels per acre; barley runs from 60 to 80; and any good wheat field will thresh out more than 40 bushels per acre. Potatoes, when conditions are right, are par excelience the big money crop. A good yield of tubers is considered to be around 150 sacks of U. S. No. 1' s per acre, and every year a few fields are reported with yields of double that amount. The price for potatoes is unstable, depending on the market demand, and ranges from about 50 cents to $ 1.50 a sack. The quality of Klamath potatoes on the Sun Francisco market is recognized as the best, and the price usually ranges from 10 to 20 cents a sack higher than is paid for Washington and Idaho production. Flock of 6,000 turkeys being fattened for market L I V E S T O C K Cattle. On account of its geographical location, sur-rounded as it is with immense areas of sagebrush plateaus and forest ranges, the Klamath project is, and probably always will be, essentially a stock country. Its cheap forage, abundant water and mild winters offer ideal con-ditions for the wintering of range stock and the fattening of mature animals for market. Favorable feeding- in- transit rates for both grass and feed lot cattle have resulted in the fattening, locally, of thousands of range and outside cattle. The beef industry alone returns approximately $ 900,000 annually. There are several killing and manu-facturing plants located in Klamath Falls. Sheep. Approxinately 150,000 ewes are maintained in the Klamafh Basin with an average annual output of about three- quarters of a million dollars. From 75,000 to 100,000~ lambs~ afraet tened for market each year on the project. Sun Francisco js the principal market. licken ranch. The production of eggs chickens is an important industry A project Holstein dairy her Dairying. The dairying industry is increasing steadily on the project. There are now about 8,000 milk cows in the district. Klamath Falls, with its large industrial popu-lation, furnishes a good market for milk, butter, and cheese. Two local cooperative cheese manufacturing plants and four privately owned creameries operate in the district. The value of the dairy industry is approximately $ 600,000 annually. Local dairy prices for butterfat are maintained at l> e to 2 cents above the State average cwing to the favored position of the project-- half- way between Portland and Sun Francisco. This district offers many opportunities for increased dairying production, as costs are compara-tively low and climatic conditions are favorable. Ewes and lambs on Tule Lake leased lands OREGON - CALIFORNIA MAP NO. 27606 Scale of Miles 1 -- 0 1 2- 3 4 6 1 Close

• 5. [Image] Natural flow of the upper Klamath River

  	Executive Summary Executive Summary This report presents details of the investigation and results in estimating the natural flow of the upper Klamath River at Keno, Oregon. The area investigated includes ...
  	Citation × Citation Citation Abstract Copy Title: Natural flow of the upper Klamath River Author: United States. Bureau of Reclamation. Klamath Basin Area Office Year: 2005, 2008 Executive Summary Executive Summary This report presents details of the investigation and results in estimating the natural flow of the upper Klamath River at Keno, Oregon. The area investigated includes the Klamath River Basin above Keno, Oregon, primarily in Klamath County, with some areas of Siskiyou and Modoc Counties in California. The study area includes the Sprague, Williamson, and Wood River basins, as well as Upper Klamath and Lower Klamath Lakes. Objectives The current purpose of this study is to provide an estimate of the monthly natural flows in the upper Klamath River at Keno. This estimate of the natural flow represents typical flow without agricultural development in the Upper Klamath River Basin, including its tributaries. Study Approach This study used a water budget approach to assess the agricultural depletions and alterations to the natural flow. The approach was to evaluate the changes of agriculture from predevelopment conditions, estimate the effects of these changes, and restore the water budget to natural conditions by reversing the effects of agricultural development. Records used in this empirical assessment were derived from both stream gaging flow histories and from climatological records for stations within and adjacent to the study area. Water Budget Description The water budget assessment of the watershed as a natural system includes an evaluation of hydrological changes related to agricultural development above the Keno gage. The water budget assessment includes: ? Natural inflow from the Sprague, Williamson, and Wood Rivers to Upper Klamath Lake ? Predevelopment evapotranspiration losses from marshes surrounding Upper Klamath Lake ? Predevelopment evaporation losses of the Upper Klamath Lake ? Natural flow at the outlet of Upper Klamath Lake into the Link River at Klamath Falls ? Resulting natural flow at Keno The processes developed in the water budget to evaluate the natural outflow of Upper Klamath Lake accounts for factors related to water resources developments XI Natural Flow of the Upper Klamath River in the watershed that have affected inflow to the lake, and for losses due to natural condition of the lake. The water budget assessment of the watershed as a natural system includes an evaluation of hydrological changes related to agricultural development above the Keno gage. The results of the water budget assessment are given as average annual flows for two important stream gages, one located on the Link River at Klamath Falls and the other on the Klamath River at Keno. Evaluation of Predevelopment Conditions An evaluation of predevelopment conditions included an evaluation of changes to Upper Klamath Lake, agricultural developments in the Wood River, Sprague River, and Williamson River watersheds. Several basic elements were considered in this study: ? How had development changed the system ? Was information available about conditions before the changes occurred ? Were data available to assist in estimating changes to the natural system Evaluation of Current Conditions Period of Record The period of record considered in this investigation is the 52 years from 1949 to 2000. This period of record was chosen because hydrologic and climatological data were limited for the pre-1949 period and data beyond 2000 were not available when the study began. The water year convention (October through September) is used in this report. Crop and Marshland Evapotranspiration Analysis The modified Blaney-Criddle method was used to determine potential net evapotranspiration (ET) from crops, marshlands, and riparian zones. The method is empirical and the calculated values were adjusted based on other recent study findings and water limiting considerations. To estimate net ET water consumption by this method requires the following data: ? Location of irrigated lands, marshlands, and riparian zones ? Types of crops and number of acres for each crop ? Types and acreages of marshland and riparian vegetation, both existing and predevelopment ? Monthly precipitation and monthly average temperature for the period of record for each area Methods to Estimate Natural Flows Natural streamflow development included adjustment of gaged streamflow to natural flow, restoration of missing streamflow and climate data, making natural streamflow estimates in ungaged watersheds, assessing groundwater XII Executive Summary contributions, and estimating transit losses. Not all of these procedures were appropriate or possible in all subbasins of the study area. Records of historic flow may be adjusted to natural flow using crop net consumptive use and marshland evapotranspiration: natural flow = gaged flow + crop net consumptive use - reclaimed natural marshland net evapotranspiration Correlation analysis was used to restore missing values from monthly-value data records used in this study. The method is different from linear least-squares regression estimation. Data records used in this study include precipitation and average temperature histories, in addition to hydrologic records of streamflow and lake stage. Also, natural streamflow histories are required in ungaged watersheds to assess the natural inflow to Upper Klamath Lake. Sparse monthly flow records for streams heading on the east flank of the Cascades and flowing into the Wood River Valley or Pelican Bay area of Upper Klamath Lake required estimation techniques that used gaged histories from nearby river basins. These data were evaluated in statistical applications to yield natural flow estimates for these ungaged portions of the Klamath Basin. In a similar vein, groundwater contributions required temporal adjustments attributable to the climate signature evident in longer term records for similar groundwater discharges in neighboring watersheds. Transit losses for both surface water and groundwater contributions were also estimated in this study. Natural Lake Simulations Implementation of a water budget for Upper Klamath Lake required developing information about (1) the storage and inundation surface area characteristics of the lake, and (2) the discharge characteristics at the outflow point of the lake. These characteristics were evaluated in relation to the elevation, or stage, of the water surface of the lake. Additionally, discharge from the lake was also related to the stage. Estimating the outflow of a natural lake is accomplished using a water budget approach. A monthly summation of all elements in the water budget may be stated by the general form of the hydrologic equation: i = o + As where i = inflow to the lake o = outflow from the lake and As = change in storage of the lake XIII Natural Flow of the Upper Klamath River For Upper Klamath Lake, the month-to-month water budget accounts for natural inflow, storage of water within each lake, resulting estimated lake stage, and discharge from each lake. In addition, open water surface evaporation and groundwater discharge to the lake from the regional aquifer were estimated. The water budget assessment was designed to simulate the lake as a natural water body. Materials and Data Researched and Used Data Sources Records used in this analysis were derived from both stream gaging flow histories and from climatological records for stations within and adjacent to the study area. Information was also developed from published reports, file documents, and maps. Supporting information included documents from: ? Archives of the Bureau of Reclamation Klamath Basin Area Office ? Numerous U.S. Geological Survey (USGS) Water Supply Papers regarding stream gaging records ? Compact disk databases containing digital records of gaged flow, lake stage records, and meteorological data Anecdotal items from newspaper articles or clipped from magazines were also reviewed. These sources consisted of narratives of past events or conditions, transcripts of interviews, newspaper accounts, books, diaries, and historical journals. These provided an impression of predevelopment conditions that can be compared to the empirical and scientific information gleaned from other sources. Other reviewed materials included unpublished and out-of-print scientific reports, historical maps, letters, books, journals, and photographs. Modeling Tools Results of the water budget assessment were accomplished using Excel?, a sophisticated spreadsheet available in the Microsoft Office for Windows software package. This model was chosen over other models because this study is unique. The computational modules built as the study developed represent a custom application of Excel? to the solution of estimating the natural flow conditions in the Upper Klamath River Basin. Klamath River at Keno Gaging Station For the simulation period, 1949 to 2000, the water balance for the Upper Klamath River Basin at Keno is described below. The natural outflow (discharge) from Upper Klamath Lake at Link River was computed in the water balance. Discharge at Keno was then calculated using a correlation relationship developed between historic measured Link River and Keno flows. Table S-l presents the estimated water balance and outflow developed for the Link River and Keno gages. XIV Executive Summary Table S-1. Estimated inflow and outflow developed for Link River and Keno gages Upper Klamath Lake Acre-feet Average annual natural inflow Average annual natural net loss 1,605,000 210,000 Resulting average annual natural outflow 1,395,000 Link River to Keno Average annual natural inflow 1,485,000 Resulting average annual natural outflow at Keno gage 1,306,000 Other Factors Considered The focus of this study is agricultural development in the Upper Klamath River Basin and its effects on natural flow conditions. Other watershed factors have changed since predevelopment. Some of these factors were considered, but are unaccounted-for in the assessment, such as changes in forest conditions or an extension of the flow histories before 1949. Model Review and Sensitivity Analysis Although this study uses best available hydrologic methods and data to either measure or estimate all inflows and outflows to the system, additional concerns have arisen in completing the work. Relationships regarding the significance of uncertainty are likely to be spatially and temporally variable. The key factor is the relative importance of each module in the transit losses suffered by inflows to the natural system. The significance of these influences to model sensitivity is related to time of year or length of time over which flows are evaluated. Model sensitivity is related to uncertainty in data regarding the most significant transit losses; namely, marsh evapotranspiration and open water evaporation. The natural flows developed at Keno are realized, in part, through a statistical rule based model rather than a physically based model. This construct within the model is for the segment from the Link River gage below Upper Klamath Lake, to the Keno gage below Lower Klamath Lake. Thus, sensitivity in testing the spatial and temporal variables within the Link River to Keno reach that affect the flow at Keno is problematic. xv Natural Flow of the Upper Klamath River Summary Development of the natural flows at the Keno gage was accomplished using a spreadsheet modeling approach to resolve the water budget for the Upper Klamath River Basin under undeveloped watershed conditions. The resulting flow duration for simulated natural average monthly flows for Keno gage are described in Table S-2. The percentiles represent the flow exceedence ranges in monthly natural flow estimates at Keno solely due to record length. These percentiles are estimates for modeled baseline conditions and do not reflect data uncertainties for possible changes in evaporation, evapotranspiration, or other factors. Table S-2. Summary of simulated monthly flows at Keno in cfs % Time <= Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sept Annual % Time >= 10 648 1088 1216 1408 1647 1577 1670 1408 1168 631 520 560 1188 90 20 769 1159 1352 1472 1767 1689 2017 1721 1358 822 578 616 1429 80 30 857 1255 1453 1667 1925 1907 2125 2051 1664 964 706 720 1528 70 40 974 1342 1625 1845 2016 2040 2477 2280 1890 1228 767 746 1607 60 50 1033 1455 1698 1964 2343 2133 2595 2649 2039 1349 873 854 1773 50 60 1131 1523 1803 2072 2410 2360 3009 2827 2388 1478 998 955 1903 40 70 1224 1576 1984 2196 2615 2703 3146 3131 2657 1706 1154 1049 2169 30 80 1304 1739 2049 2399 2829 3115 3615 3385 3104 2210 1351 1210 2347 20 90 1488 1815 2319 2659 3294 3367 3877 3707 3460 2923 1684 1412 2511 10 A simplified flowchart depicting the overall sources of included inflow and outflow variables has been completed as figure S-l, with average annual values shown from each source. XVI Title: Natural flow of the upper Klamath River Author: United States. Bureau of Reclamation. Klamath Basin Area Office Year: 2005, 2008 Executive Summary Executive Summary This report presents details of the investigation and results in estimating the natural flow of the upper Klamath River at Keno, Oregon. The area investigated includes the Klamath River Basin above Keno, Oregon, primarily in Klamath County, with some areas of Siskiyou and Modoc Counties in California. The study area includes the Sprague, Williamson, and Wood River basins, as well as Upper Klamath and Lower Klamath Lakes. Objectives The current purpose of this study is to provide an estimate of the monthly natural flows in the upper Klamath River at Keno. This estimate of the natural flow represents typical flow without agricultural development in the Upper Klamath River Basin, including its tributaries. Study Approach This study used a water budget approach to assess the agricultural depletions and alterations to the natural flow. The approach was to evaluate the changes of agriculture from predevelopment conditions, estimate the effects of these changes, and restore the water budget to natural conditions by reversing the effects of agricultural development. Records used in this empirical assessment were derived from both stream gaging flow histories and from climatological records for stations within and adjacent to the study area. Water Budget Description The water budget assessment of the watershed as a natural system includes an evaluation of hydrological changes related to agricultural development above the Keno gage. The water budget assessment includes: ? Natural inflow from the Sprague, Williamson, and Wood Rivers to Upper Klamath Lake ? Predevelopment evapotranspiration losses from marshes surrounding Upper Klamath Lake ? Predevelopment evaporation losses of the Upper Klamath Lake ? Natural flow at the outlet of Upper Klamath Lake into the Link River at Klamath Falls ? Resulting natural flow at Keno The processes developed in the water budget to evaluate the natural outflow of Upper Klamath Lake accounts for factors related to water resources developments XI Natural Flow of the Upper Klamath River in the watershed that have affected inflow to the lake, and for losses due to natural condition of the lake. The water budget assessment of the watershed as a natural system includes an evaluation of hydrological changes related to agricultural development above the Keno gage. The results of the water budget assessment are given as average annual flows for two important stream gages, one located on the Link River at Klamath Falls and the other on the Klamath River at Keno. Evaluation of Predevelopment Conditions An evaluation of predevelopment conditions included an evaluation of changes to Upper Klamath Lake, agricultural developments in the Wood River, Sprague River, and Williamson River watersheds. Several basic elements were considered in this study: ? How had development changed the system ? Was information available about conditions before the changes occurred ? Were data available to assist in estimating changes to the natural system Evaluation of Current Conditions Period of Record The period of record considered in this investigation is the 52 years from 1949 to 2000. This period of record was chosen because hydrologic and climatological data were limited for the pre-1949 period and data beyond 2000 were not available when the study began. The water year convention (October through September) is used in this report. Crop and Marshland Evapotranspiration Analysis The modified Blaney-Criddle method was used to determine potential net evapotranspiration (ET) from crops, marshlands, and riparian zones. The method is empirical and the calculated values were adjusted based on other recent study findings and water limiting considerations. To estimate net ET water consumption by this method requires the following data: ? Location of irrigated lands, marshlands, and riparian zones ? Types of crops and number of acres for each crop ? Types and acreages of marshland and riparian vegetation, both existing and predevelopment ? Monthly precipitation and monthly average temperature for the period of record for each area Methods to Estimate Natural Flows Natural streamflow development included adjustment of gaged streamflow to natural flow, restoration of missing streamflow and climate data, making natural streamflow estimates in ungaged watersheds, assessing groundwater XII Executive Summary contributions, and estimating transit losses. Not all of these procedures were appropriate or possible in all subbasins of the study area. Records of historic flow may be adjusted to natural flow using crop net consumptive use and marshland evapotranspiration: natural flow = gaged flow + crop net consumptive use - reclaimed natural marshland net evapotranspiration Correlation analysis was used to restore missing values from monthly-value data records used in this study. The method is different from linear least-squares regression estimation. Data records used in this study include precipitation and average temperature histories, in addition to hydrologic records of streamflow and lake stage. Also, natural streamflow histories are required in ungaged watersheds to assess the natural inflow to Upper Klamath Lake. Sparse monthly flow records for streams heading on the east flank of the Cascades and flowing into the Wood River Valley or Pelican Bay area of Upper Klamath Lake required estimation techniques that used gaged histories from nearby river basins. These data were evaluated in statistical applications to yield natural flow estimates for these ungaged portions of the Klamath Basin. In a similar vein, groundwater contributions required temporal adjustments attributable to the climate signature evident in longer term records for similar groundwater discharges in neighboring watersheds. Transit losses for both surface water and groundwater contributions were also estimated in this study. Natural Lake Simulations Implementation of a water budget for Upper Klamath Lake required developing information about (1) the storage and inundation surface area characteristics of the lake, and (2) the discharge characteristics at the outflow point of the lake. These characteristics were evaluated in relation to the elevation, or stage, of the water surface of the lake. Additionally, discharge from the lake was also related to the stage. Estimating the outflow of a natural lake is accomplished using a water budget approach. A monthly summation of all elements in the water budget may be stated by the general form of the hydrologic equation: i = o + As where i = inflow to the lake o = outflow from the lake and As = change in storage of the lake XIII Natural Flow of the Upper Klamath River For Upper Klamath Lake, the month-to-month water budget accounts for natural inflow, storage of water within each lake, resulting estimated lake stage, and discharge from each lake. In addition, open water surface evaporation and groundwater discharge to the lake from the regional aquifer were estimated. The water budget assessment was designed to simulate the lake as a natural water body. Materials and Data Researched and Used Data Sources Records used in this analysis were derived from both stream gaging flow histories and from climatological records for stations within and adjacent to the study area. Information was also developed from published reports, file documents, and maps. Supporting information included documents from: ? Archives of the Bureau of Reclamation Klamath Basin Area Office ? Numerous U.S. Geological Survey (USGS) Water Supply Papers regarding stream gaging records ? Compact disk databases containing digital records of gaged flow, lake stage records, and meteorological data Anecdotal items from newspaper articles or clipped from magazines were also reviewed. These sources consisted of narratives of past events or conditions, transcripts of interviews, newspaper accounts, books, diaries, and historical journals. These provided an impression of predevelopment conditions that can be compared to the empirical and scientific information gleaned from other sources. Other reviewed materials included unpublished and out-of-print scientific reports, historical maps, letters, books, journals, and photographs. Modeling Tools Results of the water budget assessment were accomplished using Excel?, a sophisticated spreadsheet available in the Microsoft Office for Windows software package. This model was chosen over other models because this study is unique. The computational modules built as the study developed represent a custom application of Excel? to the solution of estimating the natural flow conditions in the Upper Klamath River Basin. Klamath River at Keno Gaging Station For the simulation period, 1949 to 2000, the water balance for the Upper Klamath River Basin at Keno is described below. The natural outflow (discharge) from Upper Klamath Lake at Link River was computed in the water balance. Discharge at Keno was then calculated using a correlation relationship developed between historic measured Link River and Keno flows. Table S-l presents the estimated water balance and outflow developed for the Link River and Keno gages. XIV Executive Summary Table S-1. Estimated inflow and outflow developed for Link River and Keno gages Upper Klamath Lake Acre-feet Average annual natural inflow Average annual natural net loss 1,605,000 210,000 Resulting average annual natural outflow 1,395,000 Link River to Keno Average annual natural inflow 1,485,000 Resulting average annual natural outflow at Keno gage 1,306,000 Other Factors Considered The focus of this study is agricultural development in the Upper Klamath River Basin and its effects on natural flow conditions. Other watershed factors have changed since predevelopment. Some of these factors were considered, but are unaccounted-for in the assessment, such as changes in forest conditions or an extension of the flow histories before 1949. Model Review and Sensitivity Analysis Although this study uses best available hydrologic methods and data to either measure or estimate all inflows and outflows to the system, additional concerns have arisen in completing the work. Relationships regarding the significance of uncertainty are likely to be spatially and temporally variable. The key factor is the relative importance of each module in the transit losses suffered by inflows to the natural system. The significance of these influences to model sensitivity is related to time of year or length of time over which flows are evaluated. Model sensitivity is related to uncertainty in data regarding the most significant transit losses; namely, marsh evapotranspiration and open water evaporation. The natural flows developed at Keno are realized, in part, through a statistical rule based model rather than a physically based model. This construct within the model is for the segment from the Link River gage below Upper Klamath Lake, to the Keno gage below Lower Klamath Lake. Thus, sensitivity in testing the spatial and temporal variables within the Link River to Keno reach that affect the flow at Keno is problematic. xv Natural Flow of the Upper Klamath River Summary Development of the natural flows at the Keno gage was accomplished using a spreadsheet modeling approach to resolve the water budget for the Upper Klamath River Basin under undeveloped watershed conditions. The resulting flow duration for simulated natural average monthly flows for Keno gage are described in Table S-2. The percentiles represent the flow exceedence ranges in monthly natural flow estimates at Keno solely due to record length. These percentiles are estimates for modeled baseline conditions and do not reflect data uncertainties for possible changes in evaporation, evapotranspiration, or other factors. Table S-2. Summary of simulated monthly flows at Keno in cfs % Time <= Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sept Annual % Time >= 10 648 1088 1216 1408 1647 1577 1670 1408 1168 631 520 560 1188 90 20 769 1159 1352 1472 1767 1689 2017 1721 1358 822 578 616 1429 80 30 857 1255 1453 1667 1925 1907 2125 2051 1664 964 706 720 1528 70 40 974 1342 1625 1845 2016 2040 2477 2280 1890 1228 767 746 1607 60 50 1033 1455 1698 1964 2343 2133 2595 2649 2039 1349 873 854 1773 50 60 1131 1523 1803 2072 2410 2360 3009 2827 2388 1478 998 955 1903 40 70 1224 1576 1984 2196 2615 2703 3146 3131 2657 1706 1154 1049 2169 30 80 1304 1739 2049 2399 2829 3115 3615 3385 3104 2210 1351 1210 2347 20 90 1488 1815 2319 2659 3294 3367 3877 3707 3460 2923 1684 1412 2511 10 A simplified flowchart depicting the overall sources of included inflow and outflow variables has been completed as figure S-l, with average annual values shown from each source. XVI Close

• 6. [Image] Klamath Project : historic operation

  	"November 2000."
  	Citation × Citation Citation Abstract Copy Title: Klamath Project : historic operation Author: United States. Bureau of Reclamation. Klamath Basin Area Office Year: 2000, 2005 "November 2000." Title: Klamath Project : historic operation Author: United States. Bureau of Reclamation. Klamath Basin Area Office Year: 2000, 2005 "November 2000." Close

• 7. [Image] Restoring Harmony in the Klamath Basin

  	"January 2003."; Includes bibliographical references (p. 25-28)
  	Citation × Citation Citation Abstract Copy Title: Restoring Harmony in the Klamath Basin Author: Meiners, Roger E; Kosnik, Lea-Rachel D., 1972- Year: 2003, 2007, 2005 "January 2003."; Includes bibliographical references (p. 25-28) Title: Restoring Harmony in the Klamath Basin Author: Meiners, Roger E; Kosnik, Lea-Rachel D., 1972- Year: 2003, 2007, 2005 "January 2003."; Includes bibliographical references (p. 25-28) Close

• 8. [Image] Middle Klamath River sub-basin planning : final report

  	ABSTRACT Phase VI of the School-Based Klamath Restoration Project (319h) is a collaborative effort between seven Siskiyou County schools, the Siskiyou County Office of Education (SCOE), and the United ...
  	Citation × Citation Citation Abstract Copy Title: Middle Klamath River sub-basin planning : final report Author: Karuk Tribe of California, Dept. of Natural Resources Year: 2001, 2005 ABSTRACT Phase VI of the School-Based Klamath Restoration Project (319h) is a collaborative effort between seven Siskiyou County schools, the Siskiyou County Office of Education (SCOE), and the United States Fish and Wildlife Service (USFWS). The objectives of the project include: ? Expanding hands-on field science watershed education. ? Encouraging a sense of resource stewardship among students at all grade levels. ? Collecting quality data for inclusion in the 319h data base. ? Teaching applications of the scientific method. ? Providing on-going inservice training for teachers to increase the effectiveness of the project. Project tasks that were completed include acquisition and analysis of Klamath River Watershed Data, including river water temperatures, river cross sectional profiles and spawning ground surveys. Descriptions of methodology are included in the report. Many other watershed-related projects were undertaken by schools. In some cases the field data was collected and compiled by agency personnel. The spawning ground survey data collected by student volunteers was part of a project conducted by the California Department of Fish and Game and the U.S. Forest Service. Although a substantial amount of excellent work has been accomplished by the schools, the opportunity exists to improve the program at all levels. Increased field and technical support is needed to successfully integrate the goals of the project. Computer training for teachers and students is an essential component of the project, which would allow analysis of data and creation of web sites within classrooms. Data analysis and reporting is the critical component of the project that would provide students with a complete understanding of scientific research methodology. Providing a forum for communication between the 319h participants is another important area of the project that needs to be expanded. Travel time, mountainous topography, and intense winter storms can be barriers to travel in Siskiyou County. Communication helps to increase the level of standardization of data collection and transfer and gives teachers a chance to share successful ideas. Communication also sustains the positive momentum of the project, reinforcing the idea of working as a team towards establishing common goals for watershed education. Title: Middle Klamath River sub-basin planning : final report Author: Karuk Tribe of California, Dept. of Natural Resources Year: 2001, 2005 ABSTRACT Phase VI of the School-Based Klamath Restoration Project (319h) is a collaborative effort between seven Siskiyou County schools, the Siskiyou County Office of Education (SCOE), and the United States Fish and Wildlife Service (USFWS). The objectives of the project include: ? Expanding hands-on field science watershed education. ? Encouraging a sense of resource stewardship among students at all grade levels. ? Collecting quality data for inclusion in the 319h data base. ? Teaching applications of the scientific method. ? Providing on-going inservice training for teachers to increase the effectiveness of the project. Project tasks that were completed include acquisition and analysis of Klamath River Watershed Data, including river water temperatures, river cross sectional profiles and spawning ground surveys. Descriptions of methodology are included in the report. Many other watershed-related projects were undertaken by schools. In some cases the field data was collected and compiled by agency personnel. The spawning ground survey data collected by student volunteers was part of a project conducted by the California Department of Fish and Game and the U.S. Forest Service. Although a substantial amount of excellent work has been accomplished by the schools, the opportunity exists to improve the program at all levels. Increased field and technical support is needed to successfully integrate the goals of the project. Computer training for teachers and students is an essential component of the project, which would allow analysis of data and creation of web sites within classrooms. Data analysis and reporting is the critical component of the project that would provide students with a complete understanding of scientific research methodology. Providing a forum for communication between the 319h participants is another important area of the project that needs to be expanded. Travel time, mountainous topography, and intense winter storms can be barriers to travel in Siskiyou County. Communication helps to increase the level of standardization of data collection and transfer and gives teachers a chance to share successful ideas. Communication also sustains the positive momentum of the project, reinforcing the idea of working as a team towards establishing common goals for watershed education. Close

• 9. [Image] Klamath and Trinity River Basins restoration: report (to accompany H.R. 4712) (including cost estimate of the Congressional Budget Office)

  	Mr. Jones of North Carolina, submitted the following report to accompany H.R. 4712;
  	Citation × Citation Citation Abstract Copy Title: Klamath and Trinity River Basins restoration: report (to accompany H.R. 4712) (including cost estimate of the Congressional Budget Office) Author: United States. Congress. House. Committee on Merchant Marine and Fisheries Year: 1986, 2006, 2005 Mr. Jones of North Carolina, submitted the following report to accompany H.R. 4712; Title: Klamath and Trinity River Basins restoration: report (to accompany H.R. 4712) (including cost estimate of the Congressional Budget Office) Author: United States. Congress. House. Committee on Merchant Marine and Fisheries Year: 1986, 2006, 2005 Mr. Jones of North Carolina, submitted the following report to accompany H.R. 4712; Close

• 10. [Image] Mainstem Klamath River fall chinook spawning Redd survey : fiscal year 1995 and 1996

  	ABSTRACT With the decreasing runs of natural fall chinook salmon* Oncorhmchus tshawytscha.inthe Klamath River basin, concerns were raised regarding the accuracy ma significance 01 me mainstem Klamath River ...
  	Citation × Citation Citation Abstract Copy Title: Mainstem Klamath River fall chinook spawning Redd survey : fiscal year 1995 and 1996 Author: Catalano, Mark Year: 1997, 2005 ABSTRACT With the decreasing runs of natural fall chinook salmon* Oncorhmchus tshawytscha.inthe Klamath River basin, concerns were raised regarding the accuracy ma significance 01 me mainstem Klamath River .1 chinook spawner estimates. The U.S. Fish and Wildlife Service, Coastal California Fish an - Wildlife Office (CCFWO) was funded through the Klamath River Fish and Wildlife Restoration Act (P. L.99-552) in the Fall of 1993-1996 to address this concern. The 1995 and 1996 survey season marked the third and fourth year that the CCFWO conducted investigations on the upper mainstem Klamath River to derive a reasonable estimate of natural * fall chinook spawners. A total of 339 redds were observed in the 1993 survey. In 1994 and 1995, redd counts increased to a total of 1,702 and 3,240 respectively. During the 1994 and 1995 spawning, seasons, there was evidence that unspawned surplus adult fall chinook salmon released from Iron Gate Hatchery (IGH) successfully spawned in the Klamath River. One hatchery fin clipped adult was observed spawning.30 miles downstream of the hatchery. In 1996, 1,372 redds were observed which wasa decrease of 43% from the previous year. There was complete retention of hatchery origin adults by IGH in 1996, although, the distribution of redds remained the same as previous years. With the new hatchery policy of excess return retention, mainstem escapement can now be considered a reasonable estimate of natural spawning adult chinook salmon. Reddsubstrate composition estimates remained consistent with previous spa- *:g survey data. Based upon 210 redd measurements from 1995-1996, the average redd size L ...e mainstem of the Klamath River was 9.6 nr. The average pit depth, mound depth, and adjacent depth for 1995-1996 was similar to previous survey results. Redds were most common along the wetted channel margins with numerous redds observed in side channels with suitable gravel and water velocities. Unlike 1993 and 1994 some redds were observed by 1995 and 1996 survey crews in rnid-channei areas. Recreational suction dredge mining was present throughout the survey from the confluence of Scott River downstream to the confluence of Indian Creek, although only two redds were observed on recent dredge tailings. Under the existing mining regulations, adverse impacts on redds could occur below the Scon River without protection of spawning areas. Title: Mainstem Klamath River fall chinook spawning Redd survey : fiscal year 1995 and 1996 Author: Catalano, Mark Year: 1997, 2005 ABSTRACT With the decreasing runs of natural fall chinook salmon* Oncorhmchus tshawytscha.inthe Klamath River basin, concerns were raised regarding the accuracy ma significance 01 me mainstem Klamath River .1 chinook spawner estimates. The U.S. Fish and Wildlife Service, Coastal California Fish an - Wildlife Office (CCFWO) was funded through the Klamath River Fish and Wildlife Restoration Act (P. L.99-552) in the Fall of 1993-1996 to address this concern. The 1995 and 1996 survey season marked the third and fourth year that the CCFWO conducted investigations on the upper mainstem Klamath River to derive a reasonable estimate of natural * fall chinook spawners. A total of 339 redds were observed in the 1993 survey. In 1994 and 1995, redd counts increased to a total of 1,702 and 3,240 respectively. During the 1994 and 1995 spawning, seasons, there was evidence that unspawned surplus adult fall chinook salmon released from Iron Gate Hatchery (IGH) successfully spawned in the Klamath River. One hatchery fin clipped adult was observed spawning.30 miles downstream of the hatchery. In 1996, 1,372 redds were observed which wasa decrease of 43% from the previous year. There was complete retention of hatchery origin adults by IGH in 1996, although, the distribution of redds remained the same as previous years. With the new hatchery policy of excess return retention, mainstem escapement can now be considered a reasonable estimate of natural spawning adult chinook salmon. Reddsubstrate composition estimates remained consistent with previous spa- *:g survey data. Based upon 210 redd measurements from 1995-1996, the average redd size L ...e mainstem of the Klamath River was 9.6 nr. The average pit depth, mound depth, and adjacent depth for 1995-1996 was similar to previous survey results. Redds were most common along the wetted channel margins with numerous redds observed in side channels with suitable gravel and water velocities. Unlike 1993 and 1994 some redds were observed by 1995 and 1996 survey crews in rnid-channei areas. Recreational suction dredge mining was present throughout the survey from the confluence of Scott River downstream to the confluence of Indian Creek, although only two redds were observed on recent dredge tailings. Under the existing mining regulations, adverse impacts on redds could occur below the Scon River without protection of spawning areas. Close